Laserfiche WebLink
ALLSTAR ENGINEERING GROUP JOB NO:23-015 <br />CONSULTING & DESIGN 1-STORY ROOM ADDITION <br />644 NORTH POPLAR ST., SUITE 'B' BY: AB <br />ORANGE, CA 92868 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 <br />714‐984‐3986 DATE: 3/6/23 <br />allstarengr@gmail.com  <br />www.abcivilengineering.com SH:B - 5 <br />FOUNDATION <br />Foundation is Slab on grade with continuous footings. <br />Allowable soil bearing = 1500 psf at continuous footings <br />= 1500 psf at isolated pad footings <br />Uniform Load at Continuous Footing <br />w,max = 488 plf = Roof*10.5+Ext. Wall*8 <br />Width = 0.325 ft = w,max / ASB 12'' wide footing OK <br />Allowable Concentrated Load at Uniform Footin <br />Ftg. Thick =2 ft. <br />P,all = 6000 lbs = ASB x thick x 2 x width(ft) <br />Pad at Front Porch <br />P,max = 859 lbs = Roof*8 <br />A,req = 0.57 ft^2 = 0.76 ft ea side 1'-0'' sq x 18'' dp pad <br />Minimum <br />3/6/2023 9:43 PM 23015 BM_ADD.xls <br />2231 S Shelton St Unit 2 - <br />10111276012/11/2023